A3變更統(tǒng)計(jì)表清單2016-1-11(發(fā)楊)

1、TJ-A合同段變更統(tǒng)計(jì)表序號(hào)分部名稱 變更編號(hào) 工程項(xiàng)目 工程名稱樁號(hào)變更內(nèi)容細(xì)目號(hào)細(xì)目名稱單位變更數(shù)量單價(jià)變更金額（元）1A3TJ-A3-001 樁基、承臺(tái)L37-1墩K151+986.23主線橋原L37-1樁基變更為2根15米1.2樁基并增加一個(gè)承臺(tái)（增加）403-1-b-1HRB335帶肋鋼筋（級(jí)）kg+2648.46.261657931150403-1-b-2HRB400帶肋鋼筋（級(jí)）kg+184.66.531205404-1干處挖土方m3+35.6046.661661405-1-a樁徑1.2mm30.002388.3671651405-1-b樁徑1.6mm3657.75-20-731

2、55410-1-b-2C30樁基承臺(tái)混凝土基礎(chǔ)m20.60641.20132092A3TJ-A3-002K152+978增加圓管涵43.5m419-1-c圓管涵1.5mm+43.5+2712.8118005158328204-2-d結(jié)構(gòu)物臺(tái)背回填m3767.34+120.992771204-2-f借砂礫石填方m3-767.34+68.35-524483A3TJ-A3-003K152+590涵洞基坑換填砂礫石420-1-c涵洞結(jié)構(gòu)挖方m3 +325.1043.921427836499420-1-e-2借砂礫石填方m3 +325.10+68.35222214A3TJ-A3-004K153+060-

3、K153+300主線路基，換填砂礫石203-1-b路基挖方挖淤泥m3 6420.00+19.09122558561365204-1-e-2借砂礫石填方m3 6420.00+68.354388075A3TJ-A3-005K153+374正交涵洞變?yōu)樾苯?，變更后涵洞中心線與路線走向法線交角為20度（增加）420-1-a-1R235光圓鋼筋（級(jí)）kg-1243.95.9-73399125420-1-a-2HRB335帶肋鋼筋（級(jí)）kg+1509.0+6.029084420-1-b-2 C25 混凝土m3+2.4820.231969420-1-b-3 C30 混凝土m3+1.1805.5886420-

4、1-c涵洞結(jié)構(gòu)挖方m319.2043.92843420-1-b-6C15 片(卵)石混凝土m3+4.9406.841994420-1-b-7（借用420-1-b-5）M7.5 砂漿砌塊石m30.3372.18112420-1-b-8（借用420-1-b-5）M5.0 砂漿砌片石m31.4365.35511-b-f換填砂卵石m37152.110656A3TJ-A3-006DK0+379.005 D匝道2#橋0#橋臺(tái)基礎(chǔ)第一層加厚0.4m的C25混凝土404-1干處挖土方m3+34.4146.66160617473410-1-a-2現(xiàn)澆C25 混凝土m3 +24.21655.38158677A3T

5、J-A3-007DK0+564.279D匝道2#橋6#橋臺(tái)基礎(chǔ)加厚0.5m，C25混凝土404-1干處挖土方m3 +60.5146.66282332138410-1-a-2現(xiàn)澆C25 混凝土m3 +44.73655.38293158A3TJ-A3-008CK1+124.168C匝道2#橋0#橋臺(tái)第一層基礎(chǔ)加厚0.3m，C25混凝土404-1干處挖土方m3 +30.7846.66143616175410-1-a-2現(xiàn)澆C25 混凝土m3 +22.5655.38147399A3TJ-A3-009K152+033.830主線橋原L39-1樁基變更為2根17米1.2樁基并增加一個(gè)承臺(tái)（增加）403-1

6、-aR235光圓鋼筋（I級(jí)）kg+145.76.1289248037403-1-b-1HRB335帶肋鋼筋（級(jí)）kg+2699.66.2616899403-1-b-2HRB400帶肋鋼筋（級(jí)）kg+249.76.531631404-1干處挖土方m+47.7446.662228405-1-a樁徑1.2mm+34.02388.3681204405-1-d樁徑1.6mm-203657.75-73155410-1-b-2C30樁基承臺(tái)混凝土基礎(chǔ)m+28.6641.201833810A3TJ-A3-010CK1+305.527C匝道3#橋1#橋臺(tái)基礎(chǔ)第一層加厚0.3m的C25混凝土404-1干處挖土方m

7、3 +43.3646.66202322412410-1-a-2現(xiàn)澆C25 混凝土m3 +31.11655.382038911A3TJ-A3-011CK0+427.720CK0+427.720增加樁柱式光纜保護(hù)通道403-1-b-1HRB335帶肋鋼筋（級(jí)）kg+6156.906.26385421948242403-1-b-2HRB400帶肋鋼筋（級(jí)）kg+15421.606.53100703403-2-b-1HRB335帶肋鋼筋（級(jí)）kg+61672.756.24384838403-3-aR235光圓鋼筋（級(jí)）kg+979.606.266132403-3-bHRB335帶肋鋼筋（級(jí)）kg+64

8、991.406.34412045405-1-a樁徑1.2mm+160.002388.36382138410-2-c現(xiàn)澆C30 混凝土m3+226.40972.73220226410-3-b(新增單價(jià))現(xiàn)澆C40 混凝土m3+229.7013203032049A3TJ-A3-009K152+033.830主線橋原L39-1樁基變更為2根17米1.2樁基并增加一個(gè)承臺(tái)（增加）48037413-1-a（0#新增單價(jià)）M7.5 漿砌片石m3+39.80435.8717348404-1干處挖土方m3+1780.2446.668306612A3TJ-A3-012AK1+362.343AK1+362.343

9、增加樁柱式光纜保護(hù)通道403-1-b-1HRB335帶肋鋼筋（級(jí)）kg+6156.906.26385421948242403-1-b-2HRB400帶肋鋼筋（級(jí)）kg+15421.606.53100703403-2-b-1HRB335帶肋鋼筋（級(jí)）kg+61672.756.24384838403-3-aR235光圓鋼筋（級(jí)）kg+979.606.266132403-3-bHRB335帶肋鋼筋（級(jí)）kg+64991.406.34412045405-1-a樁徑1.2mm+160.002388.36382138410-2-c現(xiàn)澆C30 混凝土m3+226.40972.73220226410-3-b(

10、新增單價(jià))現(xiàn)澆C40 混凝土m3+229.701320303204413-1-a（0#新增單價(jià)）M7.5 漿砌片石m3+39.80435.8717348404-1干處挖土方m3+1780.2446.668306613A3TJ-A3-013K152+295.90K152+295.90增加光纜保護(hù)通道403-1-b-1HRB335帶肋鋼筋（級(jí)）kg+12313.706.26770843864647403-1-b-2HRB400帶肋鋼筋（級(jí)）kg+30842.906.53201404403-2-b-1HRB335帶肋鋼筋（級(jí)）kg+123803.806.2477253611A3TJ-A3-011CK

11、0+427.720CK0+427.720增加樁柱式光纜保護(hù)通道1948242403-3-aR235光圓鋼筋（級(jí)）kg+1959.206.2612265403-3-bHRB335帶肋鋼筋（級(jí)）kg+129982.806.34824091405-1-a樁徑1.2mm+320.002388.36764275410-2-c現(xiàn)澆C30 混凝土m3+452.80972.73440452410-3-b(新增單價(jià))現(xiàn)澆C40 混凝土m3+459.401320606408404-1干處挖土方m3+3560.4846.6616613214A3TJ-A3-014K152+295.90K152+297.3減少樁柱式光

12、纜保護(hù)通道420-1-a-1R235光圓鋼筋（級(jí)）kg-11936.65.90-70426-2156425420-1-a-2HRB335帶肋鋼筋（級(jí)）kg-367386.02-221163420-1-b-2C25 混凝土m3-352.2820.23-288885420-1-b-3C30 混凝土m3-414.74805.5-334073420-1-b-6C15 片(卵)石混凝土m3-2286.9406.84-930402420-1-1-c涵洞結(jié)構(gòu)挖方m3-7091.943.92-31147615A3TJ-A3-015K151+360-K151+560主線橋10#-14#墩魚塘進(jìn)行漿砌卵石處理20

13、8-8-dM7.5 砂漿砌片(卵)石實(shí)體護(hù)坡m3 +556.00435.8724234424234416A3TJ-A3-016K152+700K152+960主線路基，換填砂礫石203-1-d挖淤泥m3 +7388.1019.09141039646016204-1-e-2借砂礫石填方m3 +7388.1068.3550497713A3TJ-A3-013K152+295.90K152+295.90增加光纜保護(hù)通道386464717A3TJ-A3-017HK0+103.951H匝道2#橋0#橋臺(tái)基礎(chǔ)第一層加厚1.5m的C25混凝土404-1干處挖土方m3 +121.3246.66566158661

14、410-1-a-2現(xiàn)澆C25 混凝土m3 +80.87655.385300118A3TJ-A3-018FD1K0+355.940480左側(cè)FD1左側(cè)擋土墻基底換填砂礫石203-1-d挖淤泥m3 +26419.09504023084209-1-m（0#變更已批復(fù)單價(jià)）換填砂礫石m3+26468.351804419A3TJ-A3-019FD1簡(jiǎn)支梁上部變更整跨現(xiàn)澆變更為逐跨現(xiàn)澆403-3-aR235光圓鋼筋（級(jí)）kg10066.266298318390403-3-bHRB335帶肋鋼筋（級(jí)）kg170146.34107869403-4-bHRB335帶肋鋼筋（級(jí)）kg171716.75115904

15、410-3-e現(xiàn)澆C50 混凝土m3+49.301779.387719411-5-a預(yù)應(yīng)力鋼絞線kg+2530.0013.3433750415-1瀝青混凝土橋面鋪裝(厚100mm)m2-1020.0059.92-61118415-3防水層m2-1020.0040.49-41300415-2-b現(xiàn)澆C40混凝土m2+1156.0059.926926820A3TJ-A3-020第一輔道（K151+936）第三輔道的調(diào)整，造成與之相接的第一輔道接線段調(diào)整202-1-a清理現(xiàn)場(chǎng)m-980.003.11-3048-507053203-2-a挖土方m62.0014.48898203-2-c挖除非適用材料（

16、不含淤泥）m+522.0014.487559204-2-f借砂礫石填方m-324.0068.35-22145204-2-g換填砂卵石m+653.00152.199321216-1-b-1M7.5 漿砌片（卵）石排水m-5.50377.76-2078216-1-b-2C20卵石混凝土擋墻m3-181.50583.15-105842216-1-b-3M7.5漿砌卵石菱形網(wǎng)格m3-673.50435.87-293558216-1-b-4M10砌C20砼塊m3-21.60614.95-13283216-1-b-5植草面積m-6104.5026.84-163845216-2-e200mm厚水泥混凝土面板

17、m-85.193.94-7994216-2-h200mm厚水泥穩(wěn)定碎石基層m-8846.93-4116216-2-sHRB335鋼筋(0#變更新增單)Kg-66.26-39216-2-m土路肩培土(0#變更新增單)m-2.40118.77-285419-1-j1-0.2m圓管涵（新增）m14.00100140021A3TJ-A3-021第三輔道（K151+938）調(diào)整縮短輔道長(zhǎng)度、避免對(duì)高壓線、國(guó)防光纜進(jìn)行穿越202-1-a清理現(xiàn)場(chǎng)m-6690.003.11-20806-58483203-2-a挖土方m+10271.0014.48148724203-2-c挖除非適用材料（不含淤泥）m+2176

18、.0014.4831508204-2-f借砂礫石填方m-9498.0068.35-649188204-2-g換填砂卵石m+5124.00152.1779360216-1-b-1M7.5 漿砌片（卵）石排水m-943.40377.76-35637920A3TJ-A3-020第一輔道（K151+936）第三輔道的調(diào)整，造成與之相接的第一輔道接線段調(diào)整-507053216-1-b-5植草面積m36.0026.84966216-2-e200mm厚水泥混凝土面板m+49.093.944603216-2-h200mm厚水泥穩(wěn)定碎石基層m+5146.932375216-2-sHRB335鋼筋(0#變更新增單

19、)Kg+76.2643216-2-m土路肩培土(0#變更新增單)m2.60118.7730922A3TJ-A3-022臨時(shí)改道（K151+938）原交通組織方案在實(shí)施過(guò)程中造成嚴(yán)重?fù)矶?，并伴隨產(chǎn)生了嚴(yán)重的交通安全隱患，設(shè)置一臨時(shí)輔道204-1-e-2 填方砂卵石m3+5090.068.353479029969214203-1-a挖土方m3+923.014.1313042202-1-a清理現(xiàn)場(chǎng)m3+13865.003.1143120205-1-e挖除土m3+3179.009.3629755204-1-e-2 換填砂卵石m3+3179.0068.35217285202-2-a-2厚20cmm+39

20、10.0027.27106626216-1-b-1M7.5漿砌片（卵）石排水m3+569.60377.76215172216-2-e200mm厚水泥混凝土面板m+6805.7093.94639327216-2-h200mm厚水泥穩(wěn)定碎石基層m+7009.9046.93328975216-2-rHPB235鋼筋Kg+169.405.9099921A3TJ-A3-021第三輔道（K151+938）調(diào)整縮短輔道長(zhǎng)度、避免對(duì)高壓線、國(guó)防光纜進(jìn)行穿越-58483216-2-sHRB335鋼筋Kg+960.706.025783208-3-a-6培土m+40890.2436818216-4(預(yù)估單價(jià))D匝道

21、伸縮縫道+4675027000216-5(預(yù)估單價(jià))波形護(hù)欄m+2000230460000216-6(預(yù)估單價(jià))輪廓標(biāo)個(gè)+125253125216-7(預(yù)估單價(jià))反光路錐個(gè)+32002683200216-8(預(yù)估單價(jià))防撞桶個(gè)+2100300630000216-9(預(yù)估單價(jià))警用閃光燈個(gè)+1680012800216-10(預(yù)估單價(jià))黃慢燈個(gè)+160800128000216-11(預(yù)估單價(jià))警告標(biāo)志個(gè)+46802720216-12(預(yù)估單價(jià))施工標(biāo)志個(gè)+10068068000216-13(預(yù)估單價(jià))行車道分界線m+40002080000216-14(預(yù)估單價(jià))水馬個(gè)+12003804560002

22、16-15(預(yù)估單價(jià))行車方向個(gè)+1000450450000216-16(預(yù)估單價(jià))太陽(yáng)能導(dǎo)向燈個(gè)+28001644800216-17(預(yù)估單價(jià))鋼管支架T+70055003850000216-18(預(yù)估單價(jià))安全施工費(fèi)元/月+141000001400000216-19(預(yù)估單價(jià))碗口支架租賃、安拆費(fèi)T+207139528876523A3TJ-A3-023AK0+398.416輔道涵洞增設(shè)輔道涵洞420-1-a-1R235光圓鋼筋（級(jí)）kg1068.95.9630718335422A3TJ-A3-022臨時(shí)改道（K151+938）原交通組織方案在實(shí)施過(guò)程中造成嚴(yán)重?fù)矶?，并伴隨產(chǎn)生了嚴(yán)重的交通安

23、全隱患，設(shè)置一臨時(shí)輔道9969214420-1-a-2HRB335帶肋鋼筋（級(jí)）kg1738.86.0210468420-1-b-1C20 混凝土m3 129.2693.5989612420-1-b-2C25 混凝土m3 31.9820.2326165420-1-b-3C30 混凝土m3 20.4805.516432420-1-b-5M7.5 砂漿砌片石m3 21.9372.188151420-1-b-7M7.5 砂漿砌塊石（新增0#單價(jià)）m315.9372.185918420-1-c涵洞結(jié)構(gòu)挖方m3 160.743.927058204-2-d結(jié)構(gòu)物臺(tái)背回填m3252120.930467204

24、-2-f借砂礫石填方m3-25268.35-1722424A3TJ-A3-024AK0+400AK0+500擋土墻加寬70cm209-1-fC20卵石混凝土m3+210.0583.1512246212246225A3TJ-A3-025BK1+160BK1+380增加填方砂礫石204-1-e-2借砂礫石填方m3 +3151.068.3521537121537126A3TJ-A3-026DK0+400DK0+480,DK0+660DK0+680增加填方砂礫石204-1-e-2借砂礫石填方m3 +2417.068.3516520216520227A3TJ-A3-027ABCDEFGH匝道路基增加8c

25、m砂卵石填方204-1-e-2借砂礫石填方m3 +2237.0068.3515289915289928A3TJ-A3-028B匝道BK1+180涵洞涵洞基坑換填砂礫石203-1-d挖淤泥m3 +95.0419.0918148310204-1-e-2借砂礫石填方m3 +95.0468.35649629A3TJ-A3-029FK0+280320路肩擋土墻換填砂礫石203-1-d挖淤泥m3 +48.0019.09916419723A3TJ-A3-023AK0+398.416輔道涵洞增設(shè)輔道涵洞183354204-1-e-2借砂礫石填方m3 +48.0068.35328130A3TJ-A3-030AK

26、1+290.593AK1+330,HK0+436.221HK0+454.145增設(shè)路肩擋土墻209-1-fC20卵石混凝土m3+875.2583.15510373528650209-1-m回填砂卵石m3-172268.35-117699209-1-k挖基m3+3649.2535.87130899209-1-i砂礫石反濾層m3+70.1672.37507731A3TJ-A3-031第二輔道第二輔道202-1-a清理現(xiàn)場(chǎng)m-8006.003.11-24899-1019726203-2-a挖土方m+251.0014.483634203-2-c挖除非適用材料（不含淤泥）m+4121.0014.4859

27、672204-2-f借砂礫石填方m-10336.0068.35-706466204-2-g換填砂卵石m+7385.00152.11123259216-1-b-1M7.5 漿砌片（卵）石排水m-501.40377.76-189409216-1-b-3M7.5漿砌卵石菱形網(wǎng)格m3-425.10435.87-185288216-1-b-4M10砌C20砼塊m3-11.70614.95-7195216-1-b-5植草面積m-5769.7026.84-154859216-2-e200mm厚水泥混凝土面板m-6273.793.94-589351216-2-h200mm厚水泥穩(wěn)定碎石基層m-646246.9

28、3-303257216-2-rHPB235鋼筋(0#變更新增單)Kg-345.006.13-2115216-2-sHRB335鋼筋(0#變更新增單)Kg-11016.26-6894216-2-uC30混凝土(0#變更新增單)m3+4566.09232129A3TJ-A3-029FK0+280320路肩擋土墻換填砂礫石4197216-2-m土路肩培土(0#變更新增單)m-428.40118.77-50881419-1-i1-1.2圓管涵m12.0010001200032A3TJ-A3-032K152+700K153+400左側(cè)，K153+240K153+400右側(cè)主線路基，換填砂礫石203-1-

29、a挖土方m+25284.0014.133572632352810204-1-e-2 換填滲水土m3 +19700.0068.351346495-e-3（預(yù)估新增單價(jià)）利用原填筑砂卵石m+5584.0010.1156454207-2-aM7.5漿砌片（卵）石m+1498.00377.76565884207-2-e（預(yù)估新增單價(jià)）拆除M7.5漿砌片（卵）石m+1016.5026.282671433A3TJ-A3-033FK0+165,CK0+441.741新增擋土墻209-1-fC20卵石混凝土m3+1742.3583.1510160221125660209-1-k挖基m3+1566.0135.8

30、756173209-1-m回填砂卵石m3+782.2368.355346534A3TJ-A3-034K52+968.206車行天橋墩柱、蓋梁及上部構(gòu)造423-1-aR235光圓鋼筋（級(jí)）kg-3356.12-2050-545221423-1-b-1HRB335帶肋鋼筋（級(jí)）kg-41226.26-25802423-2-aR235光圓鋼筋（級(jí)）kg-10746.11-6562423-2-b-1HRB335帶肋鋼筋（級(jí)）kg121636.2475897423-2-b-2HRB400帶肋鋼筋（級(jí)）kg-2346.5-152131A3TJ-A3-031第二輔道第二輔道-1019726423-3-aR2

31、35光圓鋼筋（級(jí)）（套用403-3-a）kg227456.26142384423-3-b-1HRB335帶肋鋼筋（級(jí)）kg-549536.34-348402423-4-aR235光圓鋼筋（級(jí)）kg2886.631909423-4-b-1HRB335帶肋鋼筋（級(jí)）kg16676.7511252423-5干處挖土方m31046.66467423-6填土方m36.671.06469423-8-b-2C30樁基承臺(tái)混凝土基礎(chǔ)m3-27.6641.2-17697423-9-c現(xiàn)澆C30混凝土m392972.7389491423-9-d現(xiàn)澆C40混凝土m3-37.91143.95-43356423-10-

32、a現(xiàn)澆C50混凝土m3-491.21779.3-873992423-18-a預(yù)制C50混凝土（套用410-4-a）m3327.61507.48493850423-12-a預(yù)應(yīng)力鋼絞線kg-351213.34-46850423-13-c砂礫墊層m3-2.3100.55-231423-16-aGPZ（）2.0SX個(gè)-22012.53-4025423-16-bGPZ（）2.0DX個(gè)-22609.29-5219423-16-gGPZ（）7.0DX個(gè)-210781.35-21563423-16-hGYZ30074（套用416-2-h）個(gè)+36596.782148434A3TJ-A3-034K52+968

33、.206車行天橋墩柱、蓋梁及上部構(gòu)造-545221423-16-iGYZF430076（套用416-2-i）個(gè)121237.131484635A3TJ-A3-035H匝道擋土墻H匝道擋土墻加深1.5m砼209-1-fC20卵石混凝土m3+56.63583.153302436000209-1-k挖基m3+82.9735.87297636A3TJ-A3-036DK0+249.6涵洞涵洞換填1.5m砂礫石203-1-d挖淤泥m3+73.8019.0914096453204-1-e-2借砂礫石填方m3 +73.8068.35504437A3TJ-A3-037K153+276.358新增人行天橋422-

34、1-aR235光圓鋼筋（級(jí)）kg6787.56.28426261700400422-1-bHRB335帶肋鋼筋（級(jí)）kg54638.96.28343132422-1-d預(yù)應(yīng)力鋼絞線kg4347.411.2748995422-1-e-1現(xiàn)澆C40 混凝土m3 161.31269.47204766422-1-e-2現(xiàn)澆C50 混凝土（0#變更新增單價(jià)）m3 41745.716983422-1-e-3（新增項(xiàng)）預(yù)制C50 混凝土（套用410-4-a）m399.81507.48150447422-1-e-4（新增項(xiàng)）現(xiàn)澆C15混凝土（套用0#變更新增單價(jià)410-1-b-3）m35385.1419264

35、22-1-iD8焊接鋼筋網(wǎng)（0#變更新增單價(jià)）kg1288.36.658567422-2-aR235光圓鋼筋（級(jí)）kg1671.26.1110211422-2-bHRB335帶肋鋼筋（級(jí)）kg11575.426.247223134A3TJ-A3-034K52+968.206車行天橋墩柱、蓋梁及上部構(gòu)造-545221422-2-b-1（新增項(xiàng)）HRB400帶肋鋼筋（III級(jí)）（套用403-1-b-2）kg11065.86.5372260422-2-b-2（新增項(xiàng)）Q235b型鋼（套用403-3-c）kg458.28.233771422-2-e-3現(xiàn)澆C30 混凝土m3 72.7809.85887

36、2422-2-e-4現(xiàn)澆C40混凝土（0#變更新增單價(jià)）m31.21143.951373422-3-a-1GYZD25042mm個(gè)8235.311882422-3-a-3（新增項(xiàng)）GYZD30074mm（套用416-2-h）個(gè)16596.789548422-3-a-4（新增項(xiàng)）GYZD40069mm(新增組價(jià))個(gè)6991.95951422-3-b（新增項(xiàng)）5mm防震橡膠墊塊（套用416-7）m2.6570.451483422-5-i樁徑1.2mm542388.36128971422-5-j（新增項(xiàng)）樁徑1.4m（套用423-7-i）m362777.7299998422-9-a-1（新增項(xiàng)）防拋

37、網(wǎng)（套用0#變更新增單價(jià)423-4-f）m1001703.99170399422-9-b-1R235光圓鋼筋（級(jí)）（0#變更新增單價(jià)）kg1226.6380937A3TJ-A3-037K153+276.358新增人行天橋1700400422-9-b-2HRB335帶肋鋼筋（級(jí)）（0#變更新增單價(jià)）kg7667.96.7551758422-9 -cQ235b型鋼（0#變更新增單價(jià)）kg28367.7421951422-9-e-1現(xiàn)澆C30混凝土（0#變更新增單價(jià)）m344752.3233102422-9-m砂礫墊層（套用0#變更新增單價(jià)413-1-c）m3 0.9100.5590422-9-k欄

38、桿（0#變更新增單價(jià)）m174.4850.3314829838A3TJ-A3-038AK0+259.70AK0+259.70接長(zhǎng)涵420-1-a-1R235光圓鋼筋（I)級(jí)kg+712.605.904204141570420-1-a-2HRB335光圓鋼筋（II)級(jí)kg+1159.206.026978420-1-b-2C25混凝土m3+20.64820.2316930420-1-b-3C30混凝土m3+13.60805.5010955420-1-b-5M7.5砂漿砌片石m3+9.60372.183573420-1-b-6C15片（卵）石混凝土m3+98.40406.8440033420-1-b

39、-7M7.5砂漿塊石（0#變更新增價(jià)）m3+1.50372.18558420-1-c涵洞結(jié)構(gòu)挖方m3 +214.0043.929399204-1-e-2借砂礫石填方m-96.0068.35-6562204-1-g結(jié)構(gòu)物臺(tái)背回填m3 +96.00120.91160637A3TJ-A3-037K153+276.358新增人行天橋1700400207-2-aM7.5漿砌片（卵）石m+116.2377.764389638A3TJ-A3-039FD3匝道橋FD3匝道橋403-1-b-1HRB335帶肋鋼筋（級(jí)）kg19586.2612257433764403-1-b-2HRB400帶肋鋼筋（級(jí)）kg47

40、516.5331024403-2-aR235光圓鋼筋（級(jí)）kg13026.117955403-2-b-1HRB335帶肋鋼筋（級(jí)）kg33266.2420754403-3-aR235光圓鋼筋（級(jí)）kg84116.3453326403-4-bHRB335帶肋鋼筋（級(jí)）kg55716.7537604403-4-gD10焊接鋼筋網(wǎng)（套用403-3-f）kg13656.659077404-1干處挖土方m3 1346.66607404-3填土方（0#變更新增單價(jià)）m3 471.06284405-1-a樁徑1.2mm482388.36114641410-2-c現(xiàn)澆C30 混凝土m3 42.60972.73

41、41438410-3-b（新增項(xiàng)目）現(xiàn)澆C40 混凝土39.84132052589410-6-a現(xiàn)澆混凝土附屬結(jié)構(gòu)30.70872.6426790410-6-a現(xiàn)澆C30 混凝土m322.0435.879589413-1-aM7.5 漿砌片(卵)石m3 3.3100.5533238A3TJ-A3-038AK0+259.70AK0+259.70接長(zhǎng)涵141570413-1-c砂礫墊層（0#變更新增單價(jià)）m314.90827.1512325415-2-c（新增項(xiàng)目）現(xiàn)澆防水C40 混凝土(新組價(jià))m370.040.492834415-3防水層m216.021.1533840A3TJ-A3-040F

42、D1右幅擋土墻041A3TJ-A3-041403-3-h（新增項(xiàng)）鋼箱梁制作與安裝t4.73613600644106441042A3TJ-A3-042BK1+306增設(shè)輔道涵洞420-1-a-1R235光圓鋼筋（級(jí)）kg9875.95823175940420-1-a-2HRB335帶肋鋼筋（級(jí)）kg1660.56.029996420-1-b-1C20 混凝土m3 129.6693.5989889420-1-b-2C25 混凝土m3 37.00820.2330349420-1-b-3C30 混凝土m3 19.5805.515707420-1-b-5M7.5 砂漿砌片石m3 17.2372.186

43、401420-1-b-7M7.5 砂漿砌塊石（新增0#單價(jià)）m311.8372.184392420-1-c涵洞結(jié)構(gòu)挖方m3 156.643.926878204-2-d結(jié)構(gòu)物臺(tái)背回填m3123.8120.914967204-2-f借砂礫石填方m3-123.868.35-846243A3TJ-A3-043BK1+442.5增設(shè)輔道涵洞420-1-a-1R235光圓鋼筋（級(jí)）kg9875.9582316476438A3TJ-A3-039FD3匝道橋FD3匝道橋433764420-1-a-2HRB335帶肋鋼筋（級(jí)）kg1660.56.029996420-1-b-1C20 混凝土m3 129.6693

44、.5989889420-1-b-2C25 混凝土m3 26.50820.2321736420-1-b-3C30 混凝土m3 19.5805.515707420-1-b-5M7.5 砂漿砌片石m3 17.2372.186401420-1-b-7M7.5 砂漿砌塊石（新增0#單價(jià)）m311.8372.184392420-1-c涵洞結(jié)構(gòu)挖方m3 156.643.926878204-2-d結(jié)構(gòu)物臺(tái)背回填m375120.99068204-2-f借砂礫石填方m3-7568.35-512644A3TJ-A3-044BK1+659.6增設(shè)輔道涵洞420-1-a-1R235光圓鋼筋（級(jí)）kg878.45.951

45、83157789420-1-a-2HRB335帶肋鋼筋（級(jí)）kg13416.028073420-1-b-1C20 混凝土m3 126693.5987392420-1-b-2C25 混凝土m3 20.20820.2316569420-1-b-3C30 混凝土m3 16.2805.513049420-1-b-5M7.5 砂漿砌片石m3 24.3372.18904443A3TJ-A3-043BK1+442.5增設(shè)輔道涵洞164764420-1-b-7M7.5 砂漿砌塊石（新增0#單價(jià)）m316.6372.186178420-1-c涵洞結(jié)構(gòu)挖方m3 136.543.925995204-2-d結(jié)構(gòu)物臺(tái)背

46、回填m3120120.914508204-2-f借砂礫石填方m3-12068.35-820245A3TJ-A3-045CK1+447.192增設(shè)輔道涵洞420-1-a-1R235光圓鋼筋（級(jí)）kg814.45.94805135563420-1-a-2HRB335帶肋鋼筋（級(jí)）kg1324.86.027975420-1-b-1C20 混凝土m3 98.4693.5968249420-1-b-2C25 混凝土m3 24.5820.2320096420-1-b-3C30 混凝土m3 15.5805.512485420-1-b-5M7.5 砂漿砌片石m3 15.5372.185769420-1-b-7

47、M7.5 砂漿砌塊石（新增0#單價(jià)）m310.4372.183871420-1-c涵洞結(jié)構(gòu)挖方m3 122.443.925376204-2-d結(jié)構(gòu)物臺(tái)背回填m3132120.915959204-2-f借砂礫石填方m3-13268.35-902246A3TJ-A3-046DK0+249.6增設(shè)輔道涵洞420-1-a-1R235光圓鋼筋（級(jí)）kg610.85.936049851244A3TJ-A3-044BK1+659.6增設(shè)輔道涵洞157789420-1-a-2HRB335帶肋鋼筋（級(jí)）kg993.66.025981420-1-b-1C20 混凝土m3 73.8693.5951187420-1-

48、b-2C25 混凝土m3 18.6820.2315256420-1-b-3C30 混凝土m3 11.6805.59344420-1-b-5M7.5 砂漿砌片石m3 9.7372.183610420-1-b-7M7.5 砂漿砌塊石（新增0#單價(jià)）m36.3372.182345420-1-c涵洞結(jié)構(gòu)挖方m3 91.843.924032204-2-d結(jié)構(gòu)物臺(tái)背回填m360120.97254204-2-f借砂礫石填方m3-6068.35-410147A3TJ-A3-047FD2K0+261.838增設(shè)輔道涵洞420-1-a-1R235光圓鋼筋（級(jí)）kg458.15.9270375533420-1-a-

49、2HRB335帶肋鋼筋（級(jí)）kg745.26.024486420-1-b-1C20 混凝土m3 55.4693.5938425420-1-b-2C25 混凝土m3 14.1820.2311565420-1-b-3C30 混凝土m3 8.7805.57008420-1-b-5M7.5 砂漿砌片石m3 9.7372.18361046A3TJ-A3-046DK0+249.6增設(shè)輔道涵洞98512420-1-b-7M7.5 砂漿砌塊石（新增0#單價(jià)）m36.3372.182345420-1-c涵洞結(jié)構(gòu)挖方m3 68.943.923026204-2-d結(jié)構(gòu)物臺(tái)背回填m345120.95441204-2-

50、f借砂礫石填方m3-4568.35-307648A3TJ-A3-048FD2K1+068.865增設(shè)輔道涵洞420-1-a-1R235光圓鋼筋（級(jí)）kg5655.9333483313420-1-a-2HRB335帶肋鋼筋（級(jí)）kg1138.26.026852420-1-b-1C20 混凝土m3 59.7693.5941407420-1-b-2C25 混凝土m3 15.1820.2312385420-1-b-3C30 混凝土m3 9.4805.57572420-1-b-5M7.5 砂漿砌片石m3 9.7372.183610420-1-b-7M7.5 砂漿砌塊石（新增0#單價(jià)）m36.3372.1

51、82345420-1-c涵洞結(jié)構(gòu)挖方m3 74.243.923259204-2-d結(jié)構(gòu)物臺(tái)背回填m348.5120.95864204-2-f借砂礫石填方m3-48.568.35-331549A3TJ-A3-049FD3K0+623.4增設(shè)輔道涵洞420-1-a-1R235光圓鋼筋（級(jí)）kg344.65.920336470747A3TJ-A3-047FD2K0+261.838增設(shè)輔道涵洞75533420-1-a-2HRB335帶肋鋼筋（級(jí)）kg499.26.023005420-1-b-1C20 混凝土m3 29.9693.5920738420-1-b-2C25 混凝土m3 21.90820.23

52、17963420-1-b-3C30 混凝土m3 4.6805.53705420-1-b-5M7.5 砂漿砌片石m3 13.9372.185173420-1-b-7M7.5 砂漿砌塊石（新增0#單價(jià)）m310.3372.183833420-1-c涵洞結(jié)構(gòu)挖方m3 82.143.923606204-2-d結(jié)構(gòu)物臺(tái)背回填m388.5120.910700204-2-f借砂礫石填方m3-88.568.35-604950A3TJ-A3-050FD3K0+757增設(shè)輔道涵洞420-1-a-1R235光圓鋼筋（級(jí)）kg723.85.94270123896420-1-a-2HRB335帶肋鋼筋（級(jí)）kg1217

53、.76.027331420-1-b-1C20 混凝土m3 95693.5965891420-1-b-2C25 混凝土m3 19.70820.2316159420-1-b-3C30 混凝土m3 14.3805.511519420-1-b-5M7.5 砂漿砌片石m3 17.2372.18640149A3TJ-A3-049FD3K0+623.4增設(shè)輔道涵洞64707420-1-b-7M7.5 砂漿砌塊石（新增0#單價(jià)）m311.8372.184392420-1-c涵洞結(jié)構(gòu)挖方m3 114.843.925042204-2-d結(jié)構(gòu)物臺(tái)背回填m355120.96650204-2-f借砂礫石填方m3-556

54、8.35-375951A3TJ-A3-051FD3K0+971增設(shè)輔道涵洞420-1-a-1R235光圓鋼筋（級(jí)）kg878.45.95183157789420-1-a-2HRB335帶肋鋼筋（級(jí)）kg13416.028073420-1-b-1C20 混凝土m3 126693.5987392420-1-b-2C25 混凝土m3 20.20820.2316569420-1-b-3C30 混凝土m3 16.2805.513049420-1-b-5M7.5 砂漿砌片石m3 24.3372.189044420-1-b-7M7.5 砂漿砌塊石（新增0#單價(jià)）m316.6372.186178420-1-c

55、涵洞結(jié)構(gòu)挖方m3 136.543.925995204-2-d結(jié)構(gòu)物臺(tái)背回填m3120120.914508204-2-f借砂礫石填方m3-12068.35-820252A3TJ-A3-052FD3K1+120.9增設(shè)輔道涵洞420-1-a-1R235光圓鋼筋（級(jí)）kg373.35.922026338450A3TJ-A3-050FD3K0+757增設(shè)輔道涵洞123896420-1-a-2HRB335帶肋鋼筋（級(jí)）kg5026.023022420-1-b-1C20 混凝土m3 43.2693.5929963420-1-b-2C25 混凝土m3 15.00820.2312303420-1-b-3C30

56、 混凝土m3 6.9805.55558420-1-b-5M7.5 砂漿砌片石m3 8.5372.183164420-1-b-7M7.5 砂漿砌塊石（新增0#單價(jià)）m35.7372.182121420-1-c涵洞結(jié)構(gòu)挖方m3 55.243.922424204-2-d結(jié)構(gòu)物臺(tái)背回填m350120.96045204-2-f借砂礫石填方m3-5068.35-341853A3TJ-A3-053FD3K1+253.7增設(shè)輔道涵洞420-1-a-1R235光圓鋼筋（級(jí)）kg5095.9300383195420-1-a-2HRB335帶肋鋼筋（級(jí)）kg8286.024985420-1-b-1C20 混凝土m3

57、 61.5693.5942656420-1-b-2C25 混凝土m3 15.60820.2312796420-1-b-3C30 混凝土m3 9.7805.57813420-1-b-5M7.5 砂漿砌片石m3 9.7372.18361052A3TJ-A3-052FD3K1+120.9增設(shè)輔道涵洞63384420-1-b-7M7.5 砂漿砌塊石（新增0#單價(jià)）m36.3372.182345420-1-c涵洞結(jié)構(gòu)挖方m3 76.543.923360204-2-d結(jié)構(gòu)物臺(tái)背回填m350120.96045204-2-f借砂礫石填方m3-5068.35-341854A3TJ-A3-054FD3K1+352

58、.6增設(shè)輔道涵洞420-1-a-1R235光圓鋼筋（級(jí)）kg373.35.9220263384420-1-a-2HRB335帶肋鋼筋（級(jí)）kg5026.023022420-1-b-1C20 混凝土m3 43.2693.5929963420-1-b-2C25 混凝土m3 15.00820.2312303420-1-b-3C30 混凝土m3 6.9805.55558420-1-b-5M7.5 砂漿砌片石m3 8.5372.183164420-1-b-7M7.5 砂漿砌塊石（新增0#單價(jià)）m35.7372.182121420-1-c涵洞結(jié)構(gòu)挖方m3 55.243.922424204-2-d結(jié)構(gòu)物臺(tái)背

59、回填m350120.96045204-2-f借砂礫石填方m3-5068.35-341855A3TJ-A3-055FD1K0+170.00涵洞420-1-a-1R235光圓鋼筋（級(jí)）kg2248.15.91326441216953A3TJ-A3-053FD3K1+253.7增設(shè)輔道涵洞83195420-1-a-2HRB335帶肋鋼筋（級(jí)）kg3667.86.0222080420-1-b-2C25 混凝土m3 168820.23137799420-1-b-3C30 混凝土m3 41.06805.533074420-1-b-5M7.5 砂漿砌片石m3 77372.1828658420-1-b-6C1

60、5片（卵）石混凝土m3 296406.84120425420-1-b-7M7.5 砂漿砌塊石（新增0#單價(jià)）m34.8372.181786420-1-c涵洞結(jié)構(gòu)挖方m3 35843.9215723204-1-e-2借砂礫石填方m-74968.35-51194204-1-g結(jié)構(gòu)物臺(tái)背回填m3 +749120.99055456A3TJ-A3-056K152+968.20改路新增通道K152+968.20改路新增通道420-1-a-1R235光圓鋼筋（級(jí)）kg+856.605.95054335504420-1-a-2HRB335帶肋鋼筋（級(jí)）kg+4006.006.0224116420-1-b-2C